JPH0626023A - Fabricated waterway block - Google Patents

Fabricated waterway block

Info

Publication number
JPH0626023A
JPH0626023A JP9846292A JP9846292A JPH0626023A JP H0626023 A JPH0626023 A JP H0626023A JP 9846292 A JP9846292 A JP 9846292A JP 9846292 A JP9846292 A JP 9846292A JP H0626023 A JPH0626023 A JP H0626023A
Authority
JP
Japan
Prior art keywords
shaped frame
panel
bottom laid
panels
supporting member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP9846292A
Other languages
Japanese (ja)
Other versions
JPH07122250B2 (en
Inventor
Takashi Tanahashi
棚橋  尚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MARUEI CONCRETE KOGYO KK
Original Assignee
MARUEI CONCRETE KOGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by MARUEI CONCRETE KOGYO KK filed Critical MARUEI CONCRETE KOGYO KK
Priority to JP9846292A priority Critical patent/JPH07122250B2/en
Publication of JPH0626023A publication Critical patent/JPH0626023A/en
Publication of JPH07122250B2 publication Critical patent/JPH07122250B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To arrange bottom laid panels by utilizing a supporting member so as to facilitate adjustment of horizontality and height of them, prevent generation of differential settlement so as to eliminate sedimentation of earth and sand, and easily remove earth and sand by flattening the upper face of the bottom laid panels even if earth and sand are sedimented thereon. CONSTITUTION:In a fabricated waterway block constituted of U-shaped frames 2 to be installed at regular intervals along the lengthwise direction of a waterway, side wall panels set by being supported between the U-shaped frames 2 at their end parts, and bottom laid panels 1, a receiving part 6 of which both side parts are formed in parallel with each other is formed. A supporting member 4 for the bottom laid panel 1 of which the inside of both side parts are built up and bent so as to cover the U-shaped frame 2 is placed on the U-shaped frame 2, and the bottom laid panel 1 is arranged so as to engage with the receiving parts 6 of both side parts of the supporting member 4.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、用水路、下水路及び排
水路、小河川等の水路用として使用する組立水路ブロッ
クに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an assembled canal block used for a canal, a sewer and a drain, a canal of a small river and the like.

【0002】[0002]

【従来の技術】この種、組立水路ブロックとして、底部
敷パネルをU字形の枠(支柱)の上で、単に突合せて敷
設する工法が従来から採用されている。また、底板と左
右両側板とを底板の両側面に設けた側板支持立縁により
支持固定してなる水路ブロックにおいて、底板の側板支
持立縁はその上部を外方に突出させて段部を形成すると
共に下部に欠溝を形成し、側板はその内面下方を切り欠
いて前記側板支持立縁への載置面と前記段部への嵌合当
接面及び前記欠溝への嵌合縁とし、前記嵌合当接面を凹
側面と凸側面とで形成してなる水路ブロック(実公平1
−15717号公報参照)が従来から知られている。
2. Description of the Related Art As this type of assembled waterway block, a construction method of laying bottom panels on a U-shaped frame (struts) simply by butting them has been conventionally used. Further, in a water channel block in which the bottom plate and both left and right side plates are supported and fixed by side plate support ridges provided on both side surfaces of the bottom plate, the side plate support ridges of the bottom plate form a step by projecting their upper parts outward. At the same time, a groove is formed in the lower portion, and the side plate is cut out below the inner surface of the side plate to form a mounting surface on the side plate supporting edge, a fitting contact surface to the step portion, and a fitting edge to the groove. , A water channel block in which the fitting contact surface is formed by a concave side surface and a convex side surface.
No. -15717) has been conventionally known.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記従
来技術における組立水路ブロックは、U字形の枠の上に
載置して単に突合せたもので、ずれ落ちたり、水路の底
が底部敷パネルの厚さ分、水深が浅くなる問題点があっ
た。さらに、ずれ落ちるのを防止するために、U字形の
枠の側部に単に突き合わせて、底部敷パネルをコンクリ
ート舗装した場合には、底部敷パネルを並べ据え付け、
高さの調整のために持ち上げようとすると、ぬかるんだ
地盤に吸い付いて、持ち上げるのが困難な状況であっ
た。また、持ち上げても底部敷パネルの裏面に土が付着
し、取り除かなければならなかった。さらに、ぬかるん
だ地盤のために底部敷パネルが不等沈下を起こし、その
上に土砂が堆積し、水路の機能を低下させていた。ま
た、実公平1−15717号公報で示されている従来技
術は、底板と左右両側板とを底板の両側面に設けた側板
支持立縁により支持固定して、水路ブロックを形成する
もので、両側板についての工夫はされているが、底板に
ついての工夫は何らされていない。それはU字形の枠と
U字形の枠の間の底部は、生コンクリートを打設してコ
ンクリート舗装をしていた。このため、コンクリートが
固まるまでに養生期間が必要となり、すぐに水が流せな
かった。また、地下水位の高い現場では、生コンクリー
トを打設してしまうと、底部から水が抜けなくなるた
め、水抜き孔を設けながら生コンクリートを打設しなけ
ればならない問題点があった。本発明は、以上の事情に
鑑み、水深が浅くならないように考慮し、底部敷パネル
を敷設する際、容易かつ正確に水平を維持できるように
した組立水路ブロックを提供することを目的とするもの
である。
However, the above-mentioned assembled water channel block in the prior art is one which is placed on a U-shaped frame and simply butted, and slips off, or the bottom of the water channel is thicker than the bottom panel. As a result, there was a problem that the water depth became shallow. Furthermore, in order to prevent slipping, when the bottom floor panel is concretely paved by simply butting it against the side of the U-shaped frame, the bottom floor panel is installed side by side.
When I tried to lift it for height adjustment, it was difficult to lift because it stuck to the muddy ground. In addition, even if it was lifted, soil adhered to the back surface of the bottom floor panel and had to be removed. In addition, the muddy ground caused uneven settlement of the bottom floor panel, and sediment deposited on it, impairing the function of the water channel. Further, in the conventional technique disclosed in Japanese Utility Model Publication No. 1-15717, the bottom plate and the left and right side plates are supported and fixed by side plate supporting edges provided on both side surfaces of the bottom plate to form a water channel block. The side plates have been devised, but the bottom plate has not been devised. The bottom between the U-shaped frame and the U-shaped frame was made by pouring ready-mixed concrete for concrete paving. For this reason, a curing period was required until the concrete hardened, and water could not flow immediately. Further, in a site where the groundwater level is high, once the fresh concrete is poured, water cannot escape from the bottom, so that there is a problem in that the fresh concrete must be poured while providing the drain holes. In view of the above circumstances, it is an object of the present invention to provide an assembled water channel block that allows easy and accurate horizontal maintenance when laying a bottom panel in consideration of preventing the water depth from becoming shallow. Is.

【0004】[0004]

【課題を解決するための手段】本発明は、前記課題の解
決を図ったもので、水路の長手方向に沿って所要間隔で
設置されるU字形の枠と、該U字形の枠間に、端部を支
持してセットされる側壁パネルと、底部敷パネルとによ
って構成される組立水路ブロックにおいて、両側部を平
行にした受け部を形成し、両側部の内側を立ち上げてU
字形の枠を覆うように折り曲げてなる底部敷パネルの支
持部材を、前記U字形の枠に載置し、この支持部材の両
側部の受け部に係合するように底部敷パネルを配設する
という技術的手段を採用した。
DISCLOSURE OF THE INVENTION The present invention is intended to solve the above-mentioned problems, and includes a U-shaped frame installed at a required interval along the longitudinal direction of a water channel, and between the U-shaped frames. In an assembled water channel block composed of a side wall panel set to support an end portion and a bottom floor panel, a receiving portion whose both sides are parallel to each other is formed, and the inner sides of both sides are raised.
A support member for a bottom floor panel, which is bent so as to cover the V-shaped frame, is placed on the U-shaped frame, and the bottom floor panel is arranged so as to engage with the receiving portions on both sides of the U-shaped frame. I adopted the technical means.

【0005】[0005]

【作用】本発明は、以上の技術的手段を採用した結果、
水深が浅くなることがなく、必要流量の不足の恐れも少
なく、しかも、支持部材を設けたので簡単に底部敷パネ
ルの水平が確保され、底部敷パネルの下は土なので底部
敷パネルの重さは、土の部分に載った支持部材の受け部
で支える。従って受け部の強度は殆ど必要ないものにな
る。
The present invention, as a result of adopting the above technical means,
The depth of water does not become shallow, there is little risk of insufficient flow rate, and the support member is provided so that the bottom floor panel can be easily leveled, and since the bottom floor panel is soil, the weight of the bottom floor panel is low. Is supported by the receiving portion of the supporting member placed on the soil portion. Therefore, the strength of the receiving portion is almost unnecessary.

【0006】[0006]

【実施例】以下、本発明の一実施例を添付図面で詳細に
説明する。図1に示す実施例は、本発明に係る一実施例
を示した組立水路ブロックの概略斜視図で、図中の1は
底部敷パネル、2はU字形の枠(両端に支柱を備えたも
の)、3は側壁パネル、4は支持部材をそれぞれ示し、
これが主要素となって組立水路ブロックを構成してい
る。なお、底部敷パネル1を並べたとき、各底部敷パネ
ル1間の隙間は2cm程度空けても良いし、空けずに並
べても良い。図2,図3は支持部材4の形状を示す側面
図と平面図である。長さについてはU字形の枠2の大き
さによって種々決定されるものである。そして、その形
状の一実施例は金属板により、U字形の枠2を跨ぐよう
にして、平面部5を形成し、この平面部5に連続して、
両側を折り下げ、さらに、相離反する方向に水平に折り
曲げ底部敷パネル1の受け部6,6を形成したもので、
一端部には、U字形の枠2の立ち上がり支柱部8(図1
を参照)を回避するように切り欠き部7を形成したもの
である。なお、この切り欠き部7は両立ち上がり支柱部
8の部分に位置する支持部材4だけに設けられているも
ので、中間に位置する支持部材4の場合は、切り欠き部
7は不要であるし、また、両立ち上がり支柱部8の部分
まで掛からないようにすれば、図4で示すように切り欠
き部7を形成しないもので良い。なお、この場合は受け
部6の長さが若干短くなるので、両サイドの底部敷パネ
ル1を支持する受け部6が少なくなるので、その分安定
性と幾分強度的には劣ることになるが、殆ど問題ない。
それは下が直接地面の土の部分に載置された状態になる
ためである。また、金属板のものについて説明したが、
材料としては、金属製に換えて、コンクリート製、強化
プラスチック製等種々採用できることはいうまでもな
い。ただし、コンクリート製の場合には、製作上、並び
に強度の点からある程度厚さを厚くせざるを得ないた
め、水深が浅くなり、必要流量が不足する恐れがある。
これも設計上考慮すれば解決できる。特に、強度上は、
受け部6の厚さは薄くても底部敷パネル1の下は土なの
で底部敷パネル1の重さは土の部分と受け部6で支える
ため、受け部6の強度は殆ど必要ない。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to the accompanying drawings. The embodiment shown in FIG. 1 is a schematic perspective view of an assembled waterway block showing an embodiment according to the present invention, in which 1 is a bottom panel and 2 is a U-shaped frame (having a column at both ends). ), 3 is a side wall panel, 4 is a support member,
This is the main element that constitutes the assembled waterway block. In addition, when the bottom floor panels 1 are arranged, a space between the bottom floor panels 1 may be about 2 cm, or may be arranged without being left. 2 and 3 are a side view and a plan view showing the shape of the support member 4. The length is variously determined depending on the size of the U-shaped frame 2. In an example of the shape, a flat portion 5 is formed by a metal plate so as to straddle the U-shaped frame 2, and the flat portion 5 is continuously formed.
Both sides are folded down, and further, the receiving parts 6 and 6 of the bottom laying panel 1 are formed by horizontally bending in opposite directions,
At one end, the rising column 8 of the U-shaped frame 2 (see FIG.
The cutout portion 7 is formed so as to avoid (see FIG. The cutouts 7 are provided only on the support members 4 located at the portions of the two upright supporting columns 8. In the case of the support members 4 located in the middle, the cutouts 7 are unnecessary. Further, as long as it does not hang up to the portions of the both upright supporting columns 8, the notch 7 may not be formed as shown in FIG. In this case, since the length of the receiving portion 6 becomes a little shorter, the receiving portions 6 supporting the bottom laying panels 1 on both sides are reduced, and thus the stability and the strength are somewhat inferior. However, there is almost no problem.
This is because the bottom is placed directly on the soil part of the ground. Also, I explained about the metal plate,
Needless to say, various materials such as concrete and reinforced plastic may be used instead of metal. However, in the case of concrete, the thickness must be increased to some extent from the viewpoint of production and strength, so the water depth becomes shallow and the required flow rate may be insufficient.
This can also be solved by considering the design. Especially in terms of strength,
Even if the thickness of the receiving portion 6 is thin, since the bottom portion of the bottom laying panel 1 is soil, the weight of the bottom laying panel 1 is supported by the soil portion and the receiving portion 6, so that the strength of the receiving portion 6 is almost unnecessary.

【0007】[0007]

【発明の効果】本発明は、以上の構成を採用した結果、
次の効果を得ることができる。 (1)支持部材を利用して底部敷パネルを並べることに
よって底部敷パネルの水平並びに高さ調整が容易であ
る。 (2)底部敷パネルの不等沈下が起こらないので、土砂
の堆積がなくなり、仮に土砂が堆積しても底部敷パネル
の上面が平なので、スコップ等で容易に土砂を取り除く
ことができ、水流の安定供給が保たれる。 (3)生コンクリートを使用しないので養生期間が不要
となり、すぐに水が流せる。 (4)生コンクリート打設により、コンクリート舗装を
すると水路底が完全密閉になるが、底部敷パネルを単に
敷設しただけなので、隙間から地下水が水路内に流れ、
地下水位を下げることができる。また、逆に洪水時など
では、水が地下に浸透する効果も得られる。
As a result of adopting the above configuration, the present invention provides
The following effects can be obtained. (1) By arranging the bottom floor panels by using the support member, the horizontal floor and height of the bottom floor panels can be easily adjusted. (2) Since uneven settlement of the bottom floor panel does not occur, sediment does not accumulate, and even if sediment does accumulate, the top surface of the bottom floor panel is flat, so you can easily remove the soil with a scoop, etc. A stable supply of is maintained. (3) Since no ready-mixed concrete is used, no curing period is required, and water can flow immediately. (4) When the concrete pavement is done by pouring fresh concrete, the bottom of the waterway is completely sealed, but since the bottom floor panel is simply laid, groundwater flows into the waterway from the gap,
The groundwater level can be lowered. On the contrary, in the event of a flood, the effect of water permeating underground can be obtained.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の1実施例である支持部材を用いた組立
水路ブロックの組立概略斜視図である。
FIG. 1 is a schematic perspective view of an assembled water channel block using a support member according to an embodiment of the present invention.

【図2】前記実施例における支持部材を示す側面図であ
る。
FIG. 2 is a side view showing a support member in the embodiment.

【図3】前記実施例における支持部材を示す平面図であ
る。
FIG. 3 is a plan view showing a supporting member in the embodiment.

【図4】本発明の支持部材の他の実施例を示す平面図で
ある。
FIG. 4 is a plan view showing another embodiment of the supporting member of the present invention.

【符号の説明】[Explanation of symbols]

1‥‥底部敷パネル 2‥‥U字形の枠 3‥‥側壁パネル 4‥‥支持部材 5‥‥平面部 6‥‥受け部 7‥‥切り欠き部 8‥‥支柱部 1 ... Bottom panel 2 ... U-shaped frame 3 ... Side wall panel 4 ... Support member 5 ... Flat part 6 ... Receiving part 7 ... Notch part 8 ... Strut part

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 水路の長手方向に沿って所要間隔で設置
されるU字形の枠と、該U字形の枠間に、端部を支持し
てセットされる側壁パネルと、底部敷パネルとによって
構成される組立水路ブロックにおいて、両側部を平行に
した受け部を形成し、両側部の内側を立ち上げてU字形
の枠を覆うように折り曲げてなる底部敷パネルの支持部
材を、前記U字形の枠に載置し、この支持部材の両側部
の受け部に係合するように底部敷パネルを配設したこと
を特徴とする組立水路ブロック。
1. A U-shaped frame installed along a longitudinal direction of a water channel at a required interval, a side wall panel set to support an end portion between the U-shaped frames, and a bottom panel. In the assembled water channel block, the support member for the bottom floor panel is formed by forming a receiving portion whose both sides are parallel to each other, and bending up the inner sides of both sides so as to cover the U-shaped frame. And a bottom laying panel disposed so as to engage with the receiving portions on both sides of the support member.
JP9846292A 1992-03-26 1992-03-26 Assembly waterway block Expired - Fee Related JPH07122250B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9846292A JPH07122250B2 (en) 1992-03-26 1992-03-26 Assembly waterway block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9846292A JPH07122250B2 (en) 1992-03-26 1992-03-26 Assembly waterway block

Publications (2)

Publication Number Publication Date
JPH0626023A true JPH0626023A (en) 1994-02-01
JPH07122250B2 JPH07122250B2 (en) 1995-12-25

Family

ID=14220363

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9846292A Expired - Fee Related JPH07122250B2 (en) 1992-03-26 1992-03-26 Assembly waterway block

Country Status (1)

Country Link
JP (1) JPH07122250B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002129639A (en) * 2000-10-25 2002-05-09 Shinichiro Hayashi Draining device
US6698977B1 (en) * 2002-09-17 2004-03-02 James W. Charon Modular ditch liners
US6942424B2 (en) * 2003-06-09 2005-09-13 James W. Charon Width expandable modular ditch liners

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002129639A (en) * 2000-10-25 2002-05-09 Shinichiro Hayashi Draining device
US6698977B1 (en) * 2002-09-17 2004-03-02 James W. Charon Modular ditch liners
US6942424B2 (en) * 2003-06-09 2005-09-13 James W. Charon Width expandable modular ditch liners

Also Published As

Publication number Publication date
JPH07122250B2 (en) 1995-12-25

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